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Projection of truck traffic volumes at interstate permanent automatic traffic recorders.

机译:州际永久自动行车记录仪上卡车交通量的投影。

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摘要

This study documents the development of a methodology and models to forecast truck traffic volumes on Interstate Highways at a selection of Permanent Automatic Traffic Recorder (PATR) sites. The models were developed using data collected over a period nine years (1995 to 2003) from sixteen permanent count stations located throughout the state. Eight sites were ultimately utilized, five along rural interstate highways and the others from urban interstate highways. Model development was based on the time series method, using two techniques: regression analysis and the growth factor technique. Both were analyzed and compared in order to select the most reliable technique to be used in the forecasting procedure. To further understand changes in truck traffic patterns, traffic was grouped according to the FHWA vehicle classification scheme. Models were developed for each site and for every truck classification in these sites as well. Due to the smaller effect of demographic characteristics on interstate highways models; these models were performed using as a predicted variable: the Annual Average Daily Truck Traffic data obtained directly from the counters, and time period as the unique independent variable. Validation was conducted using the coefficient of variation to measure the statistical significance of the results obtained. Further validation of models was conducted by the coefficient of regression, and by comparison between the based trends data with the predicted models. In the course of the study, regression models resulted as the appropriate predictor technique to be used at interstate highways. Models, growth factors and figures are reported by every site and truck classification, detailed tables containing these factors are presented in the report.
机译:这项研究记录了预测永久性自动行车记录仪(PATR)站点上州际公路上卡车运输量的方法和模型的开发。这些模型是根据从全州16个永久性计数站过去9年(1995年至2003年)收集的数据开发的。最终利用了8个地点,其中5个沿乡村州际公路使用,其余则来自城市州际公路。模型开发基于时间序列方法,使用了两种技术:回归分析和增长因子技术。对两者进行了分析和比较,以选择最可靠的技术来进行预测。为了进一步了解卡车交通模式的变化,根据FHWA车辆分类方案对交通进行了分组。为每个站点以及这些站点的每种卡车分类都开发了模型。由于人口统计学特征对州际公路模型的影响较小;这些模型是使用以下预测变量执行的:直接从计数器获得的年平均每日卡车交通数据,以及时间段作为唯一自变量。使用变异系数进行验证以测量所得结果的统计显着性。通过回归系数,以及通过将基础趋势数据与预测模型进行比较,对模型进行进一步验证。在研究过程中,回归模型作为在州际公路上使用的适当预测技术而产生。每个地点和卡车的分类都报告了模型,增长因素和数字,报告中包含了包含这些因素的详细表格。

著录项

  • 作者

    Sanchez, Alex M.;

  • 作者单位

    West Virginia University.;

  • 授予单位 West Virginia University.;
  • 学科 Engineering Civil.
  • 学位 M.S.C.E.
  • 年度 2006
  • 页码 121 p.
  • 总页数 121
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

  • 入库时间 2022-08-17 11:40:02

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